RATIONAL DESIGN OF FILLET WELD GROUPS - DISCUSSION

被引:0
|
作者
TIDE, RHR
机构
来源
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
引用
收藏
页码:1197 / 1198
页数:2
相关论文
共 50 条
  • [31] Stainless steel fillet weld tests
    Feber, N.
    Jandera, M.
    Forejtova, L.
    Kolarik, L.
    STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, 2019, : 402 - 408
  • [32] The Differences of Fillet Weld Connections Between the Chinese and American Steel Structure Design Codes
    Pu Wanli
    Huang Cong
    PROCEEDINGS OF 2011 INTERNATIONAL SYMPOSIUM - GEOSPATIAL INFORMATION TECHNOLOGY & DISASTER PREVENTION AND REDUCTION, 2011, : 327 - 332
  • [33] Fillet Weld Design for Rectangular HSS Connections (vol 48, pg 31, 2011)
    Packer, Jeffrey A.
    Sun, Min
    ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 2012, 49 (03): : 127 - 127
  • [34] Practice - T-Joint fillet weld
    不详
    WELDING JOURNAL, 2005, 84 (10) : 96 - 96
  • [35] REDUCED FILLET WELD SIZES FOR NAVAL SHIPS
    KRUMPEN, RP
    JORDAN, CR
    WELDING JOURNAL, 1984, 63 (04) : 34 - 41
  • [36] Failure analysis of fillet weld crack in linepipe
    Guo, Lei
    Wang, Leilei
    Wang, Lin
    Wu, Mingchang
    Pan, Ting
    Xiao, Han
    Qiao, Ning
    Li, Xueda
    MATERIALS TECHNOLOGY, 2024, 39 (01)
  • [37] Fillet Weld Groups Loaded with Out-of-Plane Eccentricity: Simulations and New Model for Strength Characterization
    Kanvinde, A. M.
    Liu, J.
    Fu, X.
    Cooke, R. J.
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2013, 139 (03): : 305 - 319
  • [38] Improving the fatigue performance of fillet weld terminations
    Dimitrakis, SD
    Lawrence, FV
    FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2001, 24 (06) : 429 - 438
  • [39] Fatigue crack growth of a double fillet weld
    Benachour, M.
    Benguediab, M.
    Hadjoui, A.
    Hadioui, F.
    Benachour, N.
    COMPUTATIONAL MATERIALS SCIENCE, 2008, 44 (02) : 489 - 495
  • [40] FILLET WELD CONNECTIONS TO HIGH STRENGTH STEEL
    Ginn, M.
    Pate, M.
    Wilkinson, T.
    Proceedings of the 7th International Conference on Steel and Aluminium Structures (ICSAS 2011), 2011, : 322 - 327